الفهرس 
CHAPTER 1 : REVIEW OF WORKOnly 14 pages are availabe for public view
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Abstract
The previous theoretical analysis presented
in this shows to ccurataly describe the behaviour of rectangular
orthotropic plates under combined loading of shear and compression
which have stable postbuckling behaviour
the results of the analysis was directed for obtaining a design approach for stiffened panels with compact and closely spaced stiffeners
hence , necessary design curves were generated which cover a wide range of
such panels some design examples were given and the results for ultimate panel
strength were compared with the design formula adopted in the british code
the results presented herein lead to the following conclusions
1- for a given value of initial imperfection
The strength of a stiffened panel depends on the primary
2-increase in (b/t) cause decreases in stiffened panel strength whereas an increase in
D will cause a noticeable increase in the strength at low (b/t).